Elongating the area of plasma/fluid interaction of surface nanosecond pulsed discharges

Plasma-assisted flow control is of high industrial interest, but practical applications at full scale require a large surface of interaction. Nanosecond pulsed Dielectric Barrier Discharge (DBD) have demonstrated promising results of flow control, but their interacting region is limited to only a few cm². In this paper, the conditions to extend a surface nanosecond DBD are documented. It is shown that a sliding discharge regime can fully fill an inter-electrode distance of 40 mm. This discharge regime promotes the formation of two hemispheric pressure waves originating from both air-exposed electrodes while an horizontal region of pressure gradient is also observed.     

Compact directed acyclic word graphs for a sliding window

Suffix trees are a well-known and widely-studied data structure highly useful for string matching. The suffix tree of a string w can be constructed in O(n) time and space, where n denotes the length of w. Larsson achieved an efficient algorithm to maintain suffix trees for a sliding window. It contributes to prediction by partial matching (PPM) style statistical data compression scheme. Compact directed acyclic word graphs (CDAWGs) are a more space-economical data structure for indexing strings. In this paper we propose a linear-time algorithm to maintain CDAWGs for a sliding window.     

Characterization of strongly interacted multiple cracks in an infinite plate

Based on the Kachanov method and the alternating iteration technique, a new method is proposed to deal with the problem of the strongly interacted multiple cracks in an infinite plate. Unlike the Kachanov method which neglects the interaction of the tractions of the non-uniform components, the tractions of the non-uniform components on the surfaces of cracks are considered through the alternating technique. The accuracy and efficiency of present method are validated by comparing the results of two collinear and two parallel overlapped open the cracks obtained by the present method with those of the exact solutions, the results of the Kachanov method and the alternating iteration technique. Applications of present method in solving sliding close crack problems and evaluating the plastic zones demonstrate the versatility of present method.     

滚动轴承疲劳故障的在线监视和诊断技术

本文研究振动诊断方法在滚动轴承疲劳故障在线监视和诊断中的应用。 文中指出:通过在轴承寿命试验机上所作的大量试验发现,当轴承疲劳后,在作为其二次效应的振动信号中,除存在已为国内外学者指出并广为使用的“通过频率(又称冲击振动发生间隔频率)”和“高频冲击脉冲”两种信息特征外,还存在另一种位于中高频段的鲜为人知的重要信息特征——某“高频峰群”。 本文对该高频峰群的形成机理、影响因素及检测方法进行了初步研究,并利用这种新的信息特征研制了“以带通滤波器或以精化信息特征DDS模型谱分析法为主体的两种轴承疲劳故障在线监视和诊断装置。     

Event-triggered sliding mode control for switched genetic regulatory networks with persistent dwell time

This paper focus on the event-triggered sliding mode controller design for discrete-time switched genetic regulatory networks (GRNs) with persistent dwell time (PDT) switching. Firstly, the observation error dynamics of switched GRNs with PDT is constructed in the light of event-triggered sliding mode control (SMC) scheme. Next, sufficient conditions are derived to ensure the exponential stability of the augmented plant. Moreover, an event-triggered SMC law is synthesized to impel the system trajectories onto the sliding surface in a finite time. Finally, a verification example is provided to illustrate the effectiveness and potential of the proposed method.     

轿车轮毂轴承制造新工艺设计

本文从工艺理论和实际出发，设计了内、外套圈加工新工艺和轴承组装新工艺，很好地解决了目前轿车轮毂轴承制造中存在的问题，可行性良好。     

CFG桩在高速公路桥头深厚软基处理中的应用

介绍了CFG桩的施工方法,分析了CFG桩的成桩质量,同时进行了CFG复合地基承载力试验。结果表明:CFG桩桩身连续,强度高,复合地基承载力满足设计要求,施工质量良好,保证了CFG桩复合地基的加固效果。采用CFG桩复合地基技术处理高速公路桥头深厚软土地基是一种有益的尝试。     

水泥土搅拌桩加固软基的试验研究

水泥土搅拌桩是就地将软土和水泥搅抖在一起的一种加固地基方法，近年来在许多工程领域得到广泛应用。     

基于数学形态学分形理论与PNN的轴承状态监测与故障诊断

针对滚动轴承状态监测实时性差、故障诊断准确率低的问题,提出一种基于改进局部均值分解（ILMD）和数学形态学分形理论的特征提取算法,并结合概率神经网络（PNN）完成对轴承状态的智能化识别分类.该算法首先通过ILMD分解轴承原始振动信号,选取相关性系数最大的两阶分量,求取其分形维数作为特征向量;其次,结合盒维数理论,将“形态学覆盖面积”作为第三维特征向量,同时构建起三维特征矩阵;最后将特征矩阵输入PNN以完成状态的识别分类.使用西储大学实测轴承数据验证算法,结果表明,该算法不仅能够精确识别不同状态的轴承,还能有效分类同种故障下不同损伤程度的轴承状态,平均识别率超过99.6%,平均识别时间0.21s.     

挡土墙抗倾覆稳定性分析

在分析挡土墙倾覆失稳型式的基础上，指出了现行的挡土墙抗倾覆稳定性评价方法的局限性，提出了新的挡土抗倾覆盖稳定性评价方法，该方法定量地考虑了地基承载力大小对挡土墙抗倾覆稳定性的影响。